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Factor of Safety: 3.276 <br /> - - _ <br /> Stable <br /> i <br /> Toppling <br /> Sliding <br /> Bench Width 50 ft <br /> Upper Slope Angle 2° <br /> v � <br /> Slope Angle 85° <br /> 0 <br /> N Slope Height 40 ft <br /> Block Base Angle 14° <br /> 1 Overall Base Inclination 35° <br /> 0 <br /> CV <br /> 0 20 40 60 <br /> Project <br /> Morrison Quarry: Summary of Geotechnical Data 2014 - 2016 <br /> ��. Af ia/Y-sQescrip&— Individual Bench 6600 - Rock Toppling Analysis <br /> Drawn By SM] C—pany GEI Consultants, Inc <br /> OCTOPPLE 1.005 ` Date 5/24/2017, 3:20:30 PM Wfll Data Individual Bench 6600 Direct Toppling West Facing.rtop <br />